Specifications_PSN 6587455.pdf

DEPARTMENT OF HOMELAND SECURITY

UNITED STATES COAST GUARD

SHORE INFRASTRUCTURE LOGISTICS COMMAND

SPECIFICATIONS FOR

Repair Waterfront Station Provincetown

PSN 6587455

AT

USCG STATION PROVINCETOWN

PROVINCETOWN, MASSACHUSETTS

(BARNSTABLE COUNTY)

DESIGN PROJECT MANAGER DESIGN TEAM SUPERVISOR

M. P. CAROSOTTO, BY DIRECTION

COMMANDING OFFICER

UNITED STATES COAST GUARD

CIVIL ENGINEERING UNIT PROVIDENCE

475 KILVERT STREET

WARWICK, RHODE ISLAND 02886

Prepared By:

Specializing in Waterfront Engineering & Underwater Investigations Tel: 603-766-1870 | www.appledoremarine.com

REPAIR WATERFRONT STATION PROVINCETOWN

PROJECT SPECIFICATIONS

USCG STATION PROVINCETOWN

Contract No. HSCGG1-16-D-PRV005 Task Order No. 70Z0G119FPRV02000

Project No. 6587455

PROVINCETOWN, MASSACHUSETTS

April 2020

Prepared For

United States Coast Guard – CEU Providence 475 Kilvert Street, Suite 100

Warwick, Rhode Island 02886

U.S. Department of Homeland Security

United States Coast Guard

Repair Waterfront Station Provincetown P/N 6587455

This Contract includes work in a Base Bid and Work that may be included in an Option Bid. The work includes, but is not limited to the following activities, refer to specification Section 01 11 00 and the contract drawings for details and descriptions of each Base Bid and Bid Option work item.

BASE BID – SUMMARY OF WORK:

1. Pier Concrete Pile Repairs

2. Pier Below Deck Concrete Repairs

3. Pier Above Deck Repairs

4. Replace Floating Dock Guide Pile Assemblies:

5. Repair Pier Head and Breakwater Expansion Joint

6. Replace Pier Timber Wavescreen

BID OPTION 1 – SUMMARY OF WORK:

1.A Breakwater Deck Repairs 1.B Breakwater Caisson Repairs 1.C Breakwater Wavescreen Repairs

BID OPTION 2 – SUMMARY OF WORK:

2.A Replace Floating Dock Guide Pile Assemblies 2.B Arrest Floating Dock Guide Pile Corrosion

BID OPTION 3 – SUMMARY OF WORK:

3.A Seawall Concrete Repairs:

3.B Seawall Sinkhole Repairs:

Note that the Government may elect to award any individual, or all, Bid Options as outlined above.

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 32 00 CONSTRUCTION SCHEDULE/SCHEDULE OF VALUES

01 33 00 SUBMITTAL PROCEDURES

01 35 29 SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 77 00 CLOSEOUT PROCEDURES

DIVISION 02 - EXISTING CONDITIONS

02 41 00 REMOVALS

02 61 13 UPLAND EXCAVATION

DIVISION 03 - CONCRETE

03 01 32 CONCRETE REHABILITATION

03 20 00.01 CONCRETE ANCHORS

DIVISION 05 - METALS

05 00 00 HOT-DIPPED GALVANIZING

05 05 23.16 STRUCTURAL WELDING

05 12 00 STRUCTURAL STEEL

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 13 33 TIMBERWORK

DIVISION 09 - FINISHES

09 97 13.26 02 COATING OF EXISTING STEEL WATERFRONT STRUCTURES

DIVISION 31 - EARTHWORK

31 62 19.02 CATHODIC PROTECTION REPAIR PILE JACKETS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The project includes work in a Base Bid and work that may be included in an Optional Bid. The work includes, but is not limited to the following activities:

Base Bid:

a. General Purpose Pier - Concrete Pile Repairs:

(1) Remove deteriorated concrete and prepare surface of existing concrete piles.

(2) Provide cathodic protection pile jackets to encapsulate the existing concrete piles.

b. General Purpose Pier - Below Deck Concrete Repairs:

(1) Remove deteriorated concrete and prepare surface of existing deck planks and pile caps.

(2) Form repair area and provide concrete to fill repair area.

c. General Purpose Pier - Above Deck Concrete Repairs:

(1) Remove deteriorated concrete and prepare surface of existing deck overlay and curbs.

(2) Form repair area and provide concrete to fill repair areas.

(3) Remove and replace existing expansion joint material.

d. Floating Dock - Replace Inboard Guide Pile Assemblies:

(1) Remove and replace guide pile assemblies 5:A and 5:B.

e. General Purpose Pier - Pier Head and Breakwater Expansion Joint Repair:

(1) Remove exiting deck plate.

(2) Remove existing concrete plug.

(3) Remove deteriorated concrete and prepare surface of existing deck overlay.

(4) Provide cast-in-place concrete leveling slab.

(5) Provide steel deck plate to span the breakwater to the pier deck planks.

f. General Purpose Pier - Replace Timber Wavescreen:

(1) Remove and replace timber wales, strakes, and steel connection collars.

Bid Option 1:

1A. Breakwater - Deck Repairs:

(1) Remove deteriorated concrete and prepare surface of existing deck overlay.

(2) Form repair area and provide concrete to fill repair areas.

(3) Saw cut expansion joints between precast deck slabs.

(4) Remove, modify existing steel transition plate and reinstall.

SECTION 01 11 00 Page 1

1B. Breakwater - Caisson Repairs:

(1) Replace caisson grout topping.

(2) Clean and inject caisson vertical cracking.

1C. Breakwater - Wavescreen Repairs:

(1) Remove and replace deteriorated timber blocking and strakes.

Bid Option 2:

2A. Floating Dock - Replace Outboard Guide Pile Assembly:

(1) Remove and replace guide pile assembly 1:A.5.

2B. Floating Dock - Arrest Guide Pile Corrosion:

(1) Clean and recoat the steel guide piles above water.

Bid Option 3:

3A. Seawall - Concrete Repairs:

(1) Remove deteriorated concrete and prepare surface of the seawall.

(2) Form repair area and provide concrete to fill repair areas.

(3) Clean and inject seawall horizontal and vertical cracking.

3B. Seawall - Sinkhole Repairs:

(1) Excavated sinkhole area, provide filter fabric, and provide and compact fill material.

Concrete spalling and cracking bid quantities are indicated on the contract drawings. Provide additional bid option spall repair at $_____/SF and crack repair at $____/LF.

Government may elect to award any individual, or all, Bid Options as outlined above.

1.1.2 Location

The work is located at the United States Coast Guard Station Provincetown, Provincetown, Massachusetts, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.2 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remains.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.3 SUPERVISION

Have at least one qualified supervisor capable of reading, writing, and conversing fluently in the English language on the job site during working hours. In addition, if a Quality Control (QC) representative is required on

SECTION 01 11 00 Page 2 the Contract, then that individual must also have fluent English communication skills.

1.4 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, by contacting the Contracting Officer 15 calendar days in advance. Scan the construction site with electromagnetic or sonic equipment, and mark the surface of the ground where existing underground utilities are discovered.

1.4.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work. Contact Massachusetts Utility 48 hours prior to excavation work. Contractor is responsible for marking all utilities not marked by Massachusetts Utility.

1.5 PRECONSTRUCTION CONFERENCE

After award of the Contract, but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule prices, shop drawings, and other submittals, scheduling programming, and prosecution of the work.

Major subcontractors who will engage in the work must also attend.

1.6 INSPECTION

The Contractor must keep the Contracting Officer or duly appointed representative fully informed of contract operations and plans so that a representative may arrange to be present at various times that work is being performed.

1.6.1 Contractor's Daily Log

The Contractor must complete the USCG Daily Log form at the end of each working day and deliver it to the Government Inspector. The Government Inspector will attest to its accuracy by initialing the form and forwarding that form to CEU Providence. The form will be provided to the Contractor by the Contracting Officer's Representative.

PART 2 PRODUCTS

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PART 3 EXECUTION

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-- End of Section --

SECTION 01 11 00 Page 3

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 CONSTRUCTION OPERATIONS

The Contractor must coordinate all work with the Contracting Officer's Representative. The following restrictions shall apply:

a. Navigation to and from facilities must not be impeded.

b. All work barges and other equipment must not interrupt or restrict access to adjacent structures.

c. All slip closures shall be coordinated with the Contracting Officer's Representative at least 30 days in advance of when the work is to commence.

d. Storage space on the existing pier, breakwater and floating dock is not available. Floating equipment must be used for storage.

e. Pier access trestle is limited to one-way traffic only. Contractor may not set up equipment on the access trestle to block Government access to the pierhead without prior approval. Contractor must provide the government with a weekly schedule of traffic outage requests and coordinate daily with any updates.

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Do not enter any restricted areas unless required to do so and until cleared for such entry. The Contractor's equipment must be conspicuously marked for identification.

1.2.2 Working Hours

Regular working hours must consist of an 8 1/2 hour period established by the Contracting Officer Monday through Friday, excluding Government holidays.

1.2.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 5 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, Contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer.

SECTION 01 14 00 Page 1

1.2.4 Occupied and Existing Buildings

The Contractor will be working around existing buildings which are occupied.

Do not enter the buildings without prior approval of the Contracting Officer.

Provide dust covers or protective enclosures to protect existing work that remains and Government material located at General Purpose Pier, Seawall, Breakwater, and Floating Dock during the construction period.

Leave attached equipment in place, and protect it against damage, or temporarily disconnect, relocate, protect, and reinstall it at the completion of the work.

1.3 SECURITY REQUIREMENTS

All contractor and subcontractor personnel and equipment must conform to the security requirements for working on and around USCG Station Provincetown.

1.3.1 Areas Not Covered by Contract

The Contractor will not be permitted to enter buildings or areas not covered by the work included in this contract, except by prior approval of the Contracting Officer of the facility.

1.3.2 Parking

Parking is prohibited on any piers and waterfront areas. Do not park on or block the marked fire lanes at any time. Vehicles may stop on the piers or waterfront areas for 15 minutes for loading and unloading. An exception may be made for vehicles which are part of the equipment needed to do the required work and are attached or connected to the pier of ship; for example, a truck which uses a mounted generator or a vehicle with built-in equipment.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 14 00 Page 2

SECTION 01 32 00

CONSTRUCTION SCHEDULE/SCHEDULE OF VALUES

02/15

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for all submittals. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Construction Schedule Schedule Of Values

1.2 CONSTRUCTION SCHEDULE

At the Pre-Construction Conference, submit a Construction Schedule and Schedule of Values in accordance with FAR Clause 52.236.15. The Schedule of Values must be based on the actual breakdown of the bid price. The cost of insurance must not be listed as a separate item but included as part of each item of work. The actual cost of bonds may be paid as the first progress payment when a receipt from the bonding company is presented to the Contracting Officer. For Contracts under $25,000, a Schedule of Values is not required. In addition, keep the Government Inspector informed daily of the expected delivery dates for major pieces of equipment and materials.

Construction Schedule and Schedule of Values must be incorporated into one form which clearly indicates the start and completion dates and unit value of all major work components. The sample form provided in this section may be used. Optional forms may be used provided they include, at a minimum, all information conveyed on the sample form.

Construction Schedule/Schedule of Values form must incorporate at a minimum the following activities:

a. Bonds

b. Mobilization

c. Demobilization

d. Pre-Construction Submittals

e. Work Activities

f. In-Progress Submittals

g. Final Government Inspection

h. Close-Out Submittals; i.e. Testing Balancing Reports, Warranties, Operation and Maintenance Manuals, Posted Instructions

i. As-Built Drawings

SECTION 01 32 00 Page 1

j. Factors which Constitute Potential Interruptions to Station Operations

Pre-Construction Submittals are those activities which encompass the obtaining, submission, review and approval of submittals necessary prior to the start of the related site work. Contractor must annotate all such activities into the progress schedule with their forecasted time periods.

These activity periods must not be exclusive of the contract performance period. No site work is to commence until the respective submittals have been approved.

The value of all major work components within the project must be identified on the Construction Schedule/Schedule of Values on a unit quantity and unit cost basis, e.g. number of squares and cost per square of roofing, number of lineal feet and cost per lineal foot of conduit, number of panels and cost per panel etc. Lump sum items must only be paid for when 100% complete.

The Construction Schedule/Schedule of Values as approved by the Government is not a substitute for quantities conveyed by the specification and drawings and those required for a complete job. Omissions and errors on the Construction Schedule/Schedule of Values are the responsibility of the Contractor.

Payments will not be made until the schedule of prices has been submitted to and approved by the Contracting Officer.

1.3 UPDATED SCHEDULES

Update the construction schedule and equipment delivery schedule at monthly intervals or when schedule has been revised. Reflect any changes occurring since the last update. Submit copies of the purchase orders and confirmation of the delivery dates as directed.

PART 2 PRODUCTS

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PART 3 EXECUTION

3.1 PROGRESS UPDATES

3.1.1 General

A revised Construction Schedule/Schedule of Values must be issued by the Contractor on a monthly basis. In addition, any revisions to the Construction Schedule/Schedule of Values such as modifications or delays must be reflected by Contractor submission of an updated Construction Schedule/Schedule of Values.

3.1.2 Modifications

When a modification is issued by the Government, record the modification as the last activity of the Construction Schedule/Schedule of Values and include the value of the modification. Adjust the Schedule of Values to reflect the inclusion of the modification. Revise the Construction Schedule portion of the form to annotate the progress change. Enter all modifications in this manner in sequential order.

SECTION 01 32 00 Page 2

SECTION 01 32 00 Page 3

SECTION 01 33 00

SUBMITTAL PROCEDURES

05/11

PART 1 GENERAL

1.1 SUBMITTALS REQUIRED

This section covers items to be submitted in each applicable section of the specification. Submittals must be approved before procurement, fabrication, or delivery of materials to the job site. Partial submittals will not be acceptable and will be returned without review. Failure to furnish required submittals can be cause for rejection of the material.

1.2 SCHEDULING

a. Coordinate scheduling, sequencing, preparing and processing of submittals with performance of work so that work will not be delayed by submittal processing. Allow for potential requirements to resubmit.

b. Except as specified otherwise, allow review period, beginning with receipt by approving authority, that includes at least 14 calendar days.

1.3 DEFINITIONS

1.3.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

Submittals are identified by Submittal Description (SD) numbers and titles as follows:

SD-01 Preconstruction Submittals

Submittals which are required prior to start of construction (work).

Certificates of insurance List of proposed Subcontractors Construction progress schedule Submittal register Schedule of values Health and safety plan Environmental protection plan

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.

SD-06 Test Reports

SECTION 01 33 00 Page 1

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accordance with specified requirements. Unless specified in another section, testing must have been within three years of date of contract award for the project.

Report which includes findings of a test required to be performed by the Contractor on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Investigation reports.

Daily logs and checklists.

Final acceptance test and operational test procedure.

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that the product, system, or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and (MSDS)concerning impedances, hazards and safety precautions.

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

1.3.2 Approving Authority

Civil Engineering Unit Providence Contracting Officer.

1.3.3 Work

As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction.

1.4 SUBMITTALS

Government approval is required for all submittals. Submit the following in accordance with this section.

SECTION 01 33 00 Page 2

SD-01 Preconstruction Submittals

Submittal Register

1.5 PREPARATION OF SUBMITTALS

1.5.1 Constraints

a. Submittals listed or specified in this contract must conform to provisions of this section, unless explicitly stated otherwise.

b. Submittals must be complete for each definable feature of work;

components of definable feature interrelated as a system must be submitted at the same time.

c. When acceptability of a submittal is dependent on conditions, items, or materials included in separate subsequent submittals, submittal will be returned without review.

d. Approval of a separate material, product, or component does not imply approval of assembly in which item functions.

1.5.2 Contractor Responsibilities

a. Determine and verify field measurements, materials, field construction criteria; review each submittal; and check and coordinate each submittal with requirements of the work and contract documents.

b. Transmit submittals to the Contracting Officer in accordance with the schedule on the approved Submittal Register, and to prevent delays in work or delays to Government.

c. Correct and resubmit submittal as directed by approving authority. When resubmitting disapproved transmittals or transmittals noted for resubmittal, the contractor must provide a copy of the previously submitted transmittal including all reviewer comments for use by approving authority. Direct specific attention in writing or on resubmitted submittal, to revisions not requested by approving authority on previous submissions.

d. Furnish additional copes of submittal when requested by the Contracting Officer, to a limit of three (3) copies per submittal.

e. Complete work which must be accomplished as basis of a submittal in time to allow submittal to be reviewed and approved by the Contracting Officer as scheduled.

f. Ensure no work has begun until submittals for that work have been returned as "approved," except to the extent that a portion of work must be accomplished as basis of submittal.

1.6 QUANTITY OF SUBMITTALS

Submit one electronic copy of all submittals for review and approval by the Contracting Officer.

SECTION 01 33 00 Page 3

1.6.1 Number of Copies of Product Data

When hard copy submission is required, submit four copies of submittals of product data.

1.7 SUBMITTAL REGISTER

Prepare and maintain submittal register, as the work progresses. A submittal register showing items of equipment and materials for which submittals are required by the specifications is provided as an attachment. This list may not be all inclusive and additional submittals may be required.

1.7.1 Use of Submittal Register

Submit submittal register with project schedule. Verify that all submittals required for project are listed and add missing submittals.

Coordinate and complete the following fields on the register submitted with the project schedule:

Column (a) Activity Number: Activity number from the project schedule.

Column (g) Contractor Submit Date: Scheduled date for approving authority to receive submittals.

Column (h) Contractor Approval Date: Date Contractor needs approval of submittal.

Column (i) Contractor Material: Date that Contractor needs material delivered to Contractor control.

Do not change data in columns (c), (d), (e), and (f) as delivered by the government.

1.7.2 Contractor Use of Submittal Register

Update the following fields with each submittal throughout contract.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

Column (j) Action Code

Column (k) Date of action used to record Contractor's review when forwarding submittals to QC.

Column (l) List date of submittal transmission.

Column (q) List date approval received.

1.7.3 Copies Delivered to the Government

Deliver one copy of submittal register updated by Contractor to Government with each invoice request.

SECTION 01 33 00 Page 4

1.8 FORMAT OF SUBMITTALS

1.8.1 Transmittal Form

Transmit electronically each submittal, unless otherwise noted in the submittal register and/or where electronic submission is not feasible (i.e.

samples), to office of approving authority. The maximum file size that may be emailed is 10 MB; anything larger must be submitted hard copy or on a CD. Transmit submittals with transmittal form prescribed by the Contracting Officer and standard for the project. The transmittal form must identify:

a. Contractor

b. Date of Submittal

c. Information Prescribed by Transmittal Form

Submittals that require hard copy submission must be provided with carbon copy transmittal form provided by the Contracting Officer.

1.8.2 Identifying Submittals

Identify submittals with the following information on each submittal and transmittal form.Identify each copy of each submittal with the following:

a. Project title and location

b. Construction contract number

c. Section number of specification section by which the submittal is required.

d. Submittal description (SD) number of each component of submittal.

e. When a resubmission is required, alphabetic suffix on submittal description must be applied to indicate resubmission (i.e. SD-10A).

f. Name, address, and telephone number of subcontractor, supplier, manufacturer and any other second tier contractor associated with the submittal.

g. Product identification and location in the project.

1.8.3 Format for Product Data

a. Present product data submittals for each section. Include table of contents, listing page and catalog item numbers for product data.

b. Indicate, by prominent notation, each product which is being submitted;

indicate specification section number and paragraph number to which it pertains.

c. Supplement product data with material prepared for project to satisfy submittal requirements for which product data does not exist. Identify this material as developed specifically for the project.

SECTION 01 33 00 Page 5

1.9 REVIEW ACTIONS

1.9.1 Approved

The Contracting Officer's approval or acceptance of submittals is not to be construed as a complete check, and indicates only that the general method of construction, materials, detailing and other information are satisfactory. design, general method of construction, materials, detailing and other information appear to meet the Solicitation and Accepted Proposal.

Approval or acceptance will not relieve the Contractor of the responsibility for any error which may exist, as the Contractor under the Contractor Quality Control (CQC) requirements of this contract is responsible for dimensions, the design of adequate connections and details, and the satisfactory construction of all work design, dimensions, all design extensions, such as the design of adequate connections and details, etc., and the satisfactory construction of all work.

After submittals have been approved or accepted by the Contracting Officer, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.

1.9.2 Approved As Noted

Submittal is "Approved as Noted" authorizes Contractor to proceed with work as noted provided the Contractor takes no exception to the notations.

1.9.3 Disapproved

Make corrections required by the Contracting Officer. Contractor is responsible for the dimensions and design of connection details and construction of work. Failure to point out deviations may result in the Government requiring rejection and removal of such work at the Contractor's expense.

If changes are necessary to submittals, make such revisions and submission of the submittals in accordance with the procedures above. No item of work requiring a submittal change is to be accomplished until the changed submittals are approved.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 33 00 Page 6

(a) (b) (c) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

Line Activity # Transmittal # Specification Section SD # Submittal Description Item Submitted Paragraph # Classification: GOVT or A/E Reviewer Submit Approval Needed By Material Needed By Action Code Date Of Action Date FWD to APPR / Auth Date RCD From

CONTR Date FWD To Other Revwr Date RCD From Other Reviewer Action Code Date Of Action Mailed To CONTR/ Date RCD From APPR

Authority Remarks 1 01 32 00 1 Preconstruction Submittals Construction Schedule 1.2 2 01 32 00 1 Preconstruction Submittals Schedule Of Values 1.2 3 01 33 00 1 Preconstruction Submittals Submittal Register 1.7 4 01 35 29 1 Preconstruction Submittals Accident Prevention Plan (APP) 1.4 5 01 35 29 1 Preconstruction Submittals Activity Hazard Analysis (AHA) 1.5 6 01 35 29 7 Certificates Reports 1.6 7 01 35 29 7 Certificates Crane Reports 1.6.1 8 01 35 29 7 Certificates Crane Critical Lift Plan 1.4.1 9 01 35 29 7 Certificates Certificate of Compliance 1.6.2

10 01 50 00 1 Preconstruction Submittals Construction Site Plan 1.3 11 01 50 00 1 Preconstruction Submittals Traffic Control Plan 1.6.1 12 01 57 19 1 Preconstruction Submittals Environmental Protection Plan 1.8 13 01 57 19 1 Preconstruction Submittals Dirt and Dust Control Plan 3.9 14 01 57 19 6 Test Reports Laboratory Analysis 1.6.3 15 01 57 19 6 Test Reports Laboratory Analysis 3.10.2 16 01 57 19 11 Closeout Submittals Preconstruction Survey 1.6.1 17 01 57 19 11 Closeout Submittals Solid Waste Disposal Permit 1.6.2 18 01 57 19 11 Closeout Submittals Waste Determination Documentation 1.6.3

19 01 57 19 11 Closeout Submittals Disposal Documentation for Hazardous and Regulated Waste 1.6.4

20 01 57 19 11 Closeout Submittals Contractor 40 CFR Employee Training Records 1.6.5

21 01 57 19 11 Closeout Submittals Contractor 40 CFR Employee Training Records 1.6.5

22 01 57 19 11 Closeout Submittals Regulatory Notifications 1.6.6

23 01 57 19 11 Closeout Submittals Erosion And Sediment Control Inspection Reports 1.6.7

24 01 57 19 11 Closeout Submittals Solid Waste Disposal Report 1.6.8 25 01 57 19 11 Closeout Submittals Contractor Hazardous Material Inventory Log 1.1 26 01 77 00 11 Closeout Submittals As-Built Drawings 1.3.1 27 02 41 00 1 Preconstruction Submittals Removal Plan 1.2.1 28 02 41 00 1 Preconstruction Submittals Existing Work 1.8 29 02 61 13 3 Product Data Work Plan 1.2.2 30 02 61 13 6 Test Reports Backfill 2.2 31 02 61 13 6 Test Reports Compaction 3.3.2 32 03 01 32 1 Preconstruction Submittals Concrete Mixture Proportions 2.1.1.1 33 03 01 32 1 Preconstruction Submittals Laboratory Qualifications 1.8.1.4 34 03 01 32 1 Preconstruction Submittals Repair Plan 1.8.8 35 03 01 32 1 Preconstruction Submittals Contractor Qualifications 1.8.1.1 36 03 01 32 1 Preconstruction Submittals Worker Qualifications 1.8.1.2

37 03 01 32 1 Preconstruction Submittals Field Testing Technicians and Testing Agency Qualifications 1.8.1.3

38 03 01 32 1 Preconstruction Submittals Licensed Professional Engineer (PE) 1.8.1.3 39 03 01 32 1 Preconstruction Submittals Licensed Professional Engineer (PE) 3.10.2 40 03 01 32 1 Preconstruction Submittals Field Survey Results 1.13

41 03 01 32 1 Preconstruction Submittals Letter of Acceptance of Government's Defect Quantities 1.12.1

42 03 01 32 1 Preconstruction Submittals Letter of Acceptance of Government's Defect Quantities 1.12.2

43 03 01 32 1 Preconstruction Submittals Letter of Acceptance of Government's Defect Quantities 1.13

44 03 01 32 1 Preconstruction Submittals Procedures to Repair Defective Work 3.10.8 45 03 01 32 2 Shop Drawings Formwork 1.8.4.1 46 03 01 32 3 Product Data Concrete 2.1.1 47 03 01 32 3 Product Data Reinforcing Steel 2.1.4 48 03 01 32 3 Product Data Mechanical Reinforcing Bar Connectors 2.1.5 49 03 01 32 3 Product Data Pre-Packaged Material 2.1.2 50 03 01 32 3 Product Data Admixtures 1.8.6.1 51 03 01 32 3 Product Data Injection Grout 2.1.7 52 03 01 32 5 Design Data Repair material mixture proportioning 1.8.5 53 03 01 32 5 Design Data Trial Batch 1.8.5 54 03 01 32 6 Test Reports Aggregates 1.8.6.1 55 03 01 32 6 Test Reports Aggregates 1.8.6.1 56 03 01 32 6 Test Reports Aggregates 3.7.3 57 03 01 32 6 Test Reports Aggregates 3.7.3 58 03 01 32 6 Test Reports Concrete Test Reports 3.7.2 59 03 01 32 6 Test Reports Sampling Logs 3.7.1 60 03 01 32 6 Test Reports Mechanical Reinforcing Bar Connectors 2.1.5 61 03 01 32 6 Test Reports Pre-Packaged Material 2.1.2 62 03 01 32 6 Test Reports Admixtures 1.8.6.1 63 03 01 32 6 Test Reports Cement 1.8.6.1 64 03 01 32 6 Test Reports Water 1.8.6.2 65 03 01 32 6 Test Reports Pull-off Bond Test 1.8.9.1 66 03 01 32 7 Certificates Batch Tickets 2.2.1 67 03 01 32 7 Certificates Form Removal Schedule 1.8.4.2 68 03 01 32 7 Certificates Placement and Compaction 1.8.7 69 03 01 32 7 Certificates QC Inspection Checklist 3.10.2 70 03 01 32 8 Manufacturer’s Instructions Pre-Packaged Material 2.1.2 71 03 01 32 8 Manufacturer’s Instructions Admixtures 1.8.6.1 72 03 01 32 8 Manufacturer’s Instructions Injection Grout 2.1.7 73 03 01 32 8 Manufacturer’s Instructions Manufacturer's Material Safety Data Sheets 1.14 74 03 20 00.01 1 Preconstruction Submittals Anchor Installation And Testing Plan 1.3 75 03 20 00.01 1 Preconstruction Submittals Testing Equipment 3.2 76 03 20 00.01 3 Product Data Concrete Anchors 2.2 77 03 20 00.01 3 Product Data Epoxy Adhesive 2.3 78 03 20 00.01 6 Test Reports Test Reports 3.2.1 79 03 20 00.01 7 Certificates Anchor Testing Personnel 3.2 80 05 00 00 1 Preconstruction Submittals Warranty 1.6 81 05 00 00 2 Shop Drawings Shop Drawings 1.3.3 82 05 00 00 3 Product Data Product Data 2.1.1 83 05 00 00 7 Certificates Certificate of Compliance for Shop Drawings 1.3.3 84 05 00 00 7 Certificates Certificate of Compliance for Items Coated 1.3.4 85 05 05 23.16 1 Preconstruction Submittals Welding Quality Assurance Plan 3.3 86 05 05 23.16 3 Product Data Welding Procedure Qualifications 1.3

87 05 05 23.16 3 Product Data Welder, Welding Operator, and Tacker Qualification 1.3.4

TITLE: Provincetown Design of Repairs

SUBMITTAL REGISTER

JOB NAME: 7047

LOCATION:

CONTRACT NO: 6587455

CONTRACTOR:

APPROVING AUTHORITY

(d)

CONTRACTOR SCHEDULE DATES CONTRACTOR ACTION

(a) (b) (c) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

Line Activity # Transmittal # Specification Section SD # Submittal Description Item Submitted Paragraph # Classification: GOVT or A/E Reviewer Submit Approval Needed By Material Needed By Action Code Date Of Action Date FWD to APPR / Auth Date RCD From

CONTR Date FWD To Other Revwr Date RCD From Other Reviewer Action Code Date Of Action Mailed To CONTR/ Date RCD From APPR

Authority Remarks

TITLE: Provincetown Design of Repairs

SUBMITTAL REGISTER

JOB NAME: 7047

LOCATION:

CONTRACT NO: 6587455

CONTRACTOR:

APPROVING AUTHORITY

(d)

CONTRACTOR SCHEDULE DATES CONTRACTOR ACTION

88 05 05 23.16 3 Product Data Previous Qualifications 1.3.1 89 05 05 23.16 3 Product Data Pre-qualified Procedures 1.3.2 90 05 05 23.16 3 Product Data Welding Electrodes and Rods 2.2 91 05 05 23.16 6 Test Reports Nondestructive Testing 3.6

92 05 05 23.16 7 Certificates Inspector and NDT Personnel Requirements 3.5.1

93 05 12 00 2 Shop Drawings Fabrication drawings 1.3.2 94 05 12 00 6 Test Reports Bolts, nuts, and washers 2.3 95 05 12 00 6 Test Reports Embrittlement Test Reports 3.6.2 96 05 12 00 7 Certificates Steel 2.2 97 05 12 00 7 Certificates Bolts, nuts, and washers 2.3 98 05 12 00 7 Certificates Galvanizing 2.5 99 06 13 33 2 Shop Drawings Timberwork 3.2.1

100 06 13 33 6 Test Reports Preservative Treatment Inspection 1.4.1 101 06 13 33 6 Test Reports Delivery Inspection List 1.4.3 102 06 13 33 7 Certificates SDS and CIS 1.4.2 103 06 13 33 7 Certificates Pesticide Applicator 1.4.4 104 06 13 33 7 Certificates Best Management Practices (BMPs) 1.4.5

105 09 97 13.26 02 1 Preconstruction Submittals Coating Removal Containment and Waste Processing Plan 1.8

106 09 97 13.26 02 1 Preconstruction Submittals Quality Control Plan 1.4.1 107 09 97 13.26 02 1 Preconstruction Submittals Corrective Action Plan 1.4.5.1 108 09 97 13.26 02 1 Preconstruction Submittals Qualifications 1.4.2 109 09 97 13.26 02 1 Preconstruction Submittals Inspection Plan 1.4.6 110 09 97 13.26 02 1 Preconstruction Submittals Coating Work Plan 1.4.4 111 09 97 13.26 02 3 Product Data Coating Systems 2.1 112 09 97 13.26 02 4 Samples Coating Test Samples 3.5.1 113 09 97 13.26 02 6 Test Reports Inspection Report 1.4.6.1 114 09 97 13.26 02 7 Certificates Epoxy-polyamide 2.1.1.1 115 09 97 13.26 02 7 Certificates Coal tar epoxy-polyamide 2.1.1.2 116 09 97 13.26 02 7 Certificates Blast Material 2.1.2 117 31 62 19.02 1 Preconstruction Submittals Contractor Qualifications 1.3

118 31 62 19.02 1 Preconstruction Submittals Cathodic Protection Specialist and Technician Qualifications 1.4

119 31 62 19.02 1 Preconstruction Submittals Work plan 1.5 120 31 62 19.02 1 Preconstruction Submittals Material Safety Data Sheets (MSDS) 1.7 121 31 62 19.02 2 Shop Drawings Jacket System 1.6 122 31 62 19.02 3 Product Data Jacket System 1.6 123 31 62 19.02 3 Product Data Cementitious Grout 2.1.4 124 31 62 19.02 7 Certificates Jacket System 1.6 125 31 62 19.02 7 Certificates Zinc Anode 2.1.2 126 31 62 19.02 11 Closeout Submittals Certification Statement 1.4.1

SECTION 01 35 29

SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

04/06

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

ANSI A10.32 Personal Fall Protection - Safety Requirements for Construction and Demolition Operations

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 241 (2013; Errata 2015) Standard for Safeguarding Construction, Alteration, and Demolition Operations

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1910.94 Ventilation

29 CFR 1926 Safety and Health Regulations for Construction

1.2 SUBMITTALS

The following must be submitted in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Accident Prevention Plan (APP)

Activity Hazard Analysis (AHA)

SD-07 Certificates

Reports

Submit reports as their incidence occurs, in accordance with the requirements of the paragraph entitled, "Reports."

Crane Reports

Crane Critical Lift Plan

SECTION 01 35 29 Page 1

Certificate of Compliance (Crane)

1.3 QUALITY ASSURANCE

1.3.1 Meetings

The Safety Officer must attend the Pre-Construction Conference.

1.3.1.1 Weekly Safety Meetings

Hold weekly at the project site. Attach minutes showing Contract title, signatures of attendees and a list of topics discussed to the QC Contractor Quality Control daily report.

1.3.1.2 Work Phase Meetings

The appropriate AHA will be reviewed and attendance documented by the Contractor at the preparatory, initial, and follow-up phases of quality control inspection.

1.3.1.3 New Employee Indoctrination

New employees will be informed of specific site hazards before they begin work. Documentation of this orientation must be kept on file at the project site.

1.3.2 Certifications

1.3.2.1 Accident Prevention Plan (APP)

Submit the APP at least 15 calendar days prior to start of work at the job site, following Appendix A of EM 385-1-1. Make the APP site specific.

Submit the AHA for review at least 15 calendar days prior to the start of each phase. Format subsequent AHA as amendments to the APP. In accordance with Contract quality control requirements each AHA will be reviewed during an on-site preparatory inspection.

1.4 ACCIDENT PREVENTION PLAN (APP)

Prepare the APP in accordance with EM 385-1-1 Table 1-1. Include the associated AHA and other specific plans, programs and procedures detailed in Paragraphs 01.A.09 and 01.A.10 of EM 385-1-1, some of which are listed below.

1.4.1 Contents of the Accident Prevention Plan

a. Name and safety related qualifications of safety officer (including training and any certifications).

b. Qualifications of competent and of qualified persons.

c. Identity of the individual who will complete exposure data (hours worked); accident investigations, reports and logs; and immediate notification of accidents to include subcontractors.

d. Emergency response plan. Conform to EM 385-1-1, Paragraph 01.E and include a map denoting the route to the nearest emergency care facility

SECTION 01 35 29 Page 2 with emergency phone numbers. Contractor may be required to demonstrate emergency response.

e. Crane Critical Lift Plan. Weight handling critical lift plans must be prepared and signed in accordance with EM 385-1-1, paragraph 16.C.18

f. Fall Protection and Prevention (FP&P) Plan. The plan must be site specific and address all fall hazards in the work place. It must address how to protect and prevent workers from falling to lower levels when they are exposed to fall hazards above 6 feet. A qualified person must prepare the plan. The plan must include fall protection and prevention systems, equipment and methods employed, responsibilities, rescue and escape equipment and operations, training requirements, and monitoring methods. FP&P Plan must be revised once every six months for lengthy projects, to reflect any new changes during the course of construction, due to changes of personnel, equipment, systems or work habits.

g. Silica Exposure Reduction. The plan must include specific procedures to prevent employee silica inhalation exposures.

h. Removals Plan. The safety and health aspects prepared in accordance with Section 02 41 00 REMOVALS.

i. Excavation Plan. the safety and health aspects prepared in accordance with Section 02 61 13 EXCAVATION.

j. Training Records and Requirements. List of mandatory training and certifications which are applicable to this project (e.g. explosive actuated tools, confined space entry, fall protection, crane operation, vehicle operator, forklift operators, personal protective equipment);

list of requirements for periodic retraining/certification; outline requirements for supervisory and employee safety meetings.

k. Severe Weather Plan. Procedures of ceasing on-site operations during lightning or upon reaching maximum allowed wind velocities.

l. Emergency Lighting and Power Systems Plan (e.g. periodic testing of batteries for emergency lighting.

1.5 ACTIVITY HAZARD ANALYSIS (AHA)

Prepare for each phase of the work. As a minimum, define activity being performed, sequence of work, specific hazards anticipated, control measures to eliminate or reduce each hazard to acceptable levels, training requirements for all involved, and the competent person in charge of that phase of work. For work with fall hazards, including fall hazards associated with scaffold erection and removal, identify the appropriate fall arrest systems. For work with materials handling equipment, address safeguarding measures related to materials handling equipment. For work requiring excavations, include excavation safeguarding requirements. The appropriate AHA must be reviewed and attendance documented by the Contractor at the preparatory, initial, and follow-up phases of quality control inspection.

SECTION 01 35 29 Page 3

1.6 REPORTS

1.6.1 Crane Reports

Submit crane inspection reports required in accordance with USACE EM 385-1-1, Appendix H and as specified herein with Daily Reports of Inspections.

1.6.2 Certificate of Compliance

The Contractor must provide a Certificate of Compliance for each crane entering an activity under this Contract (see Contracting Officer for a blank certificate). Certificate must state that the crane and rigging gear meet applicable OSHA regulations (with the Contractor citing which OSHA regulations are applicable, e.g., cranes used in construction, demolition, or maintenance must comply with 29 CFR 1926 and USACE EM 385-1-1 section 16 and Appendix H. Certify on the Certificate of Compliance that the crane operator(s) is qualified and trained in the operation of the crane to be used. These certifications must be posted on the crane.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

3.1 CONSTRUCTION

Comply with EM 385-1-1, NFPA 241, the Accident Prevention Plan, the Activity Hazard Analysis and other related submittals and activity fire and safety regulations.

3.1.1 Unforeseen Hazardous Material

The design should have identified materials such as PCB, lead paint, and friable and nonfriable asbestos. If additional material, not indicated, that may be hazardous to human health upon disturbance during construction operations is encountered, stop that portion of work and notify the Contracting Officer immediately. Within 14 calendar days the Government will determine if the material is hazardous. If material is not hazardous or poses no danger, the Government will direct the Contractor to proceed without change. If material is hazardous and handling of the material is necessary to accomplish the work, the Government will issue a modification pursuant to "FAR 52.243-4, Changes" and "FAR 52.236-2, Differing Site Conditions."

3.2 PERSONNEL PROTECTION

3.2.1 Hazardous Noise

Provide hazardous noise signs, and hearing protection, wherever equipment and work procedures produce sound-pressure levels greater than 85 dBA steady state or 140 dBA impulse, regardless of the duration of the exposure.

3.2.2 Fall Protection

Enforce use of the fall protection device designated for each specific work activity in the FP&P plan and/or AHA all times when an employee is on a surface 6 feet or more above lower levels. Personal fall arrest systems are required when working from an articulating or extendible boom, scissor

SECTION 01 35 29 Page 4 lifts, swing stages, or suspended platform. Fall protection must comply with ANSI A10.32.

3.3 SCAFFOLDING

Employees must be provided with a safe means of access to the work area on the scaffold. Climbing of any scaffold braces or supports not specifically designed for access is prohibited. Stair towers or ladders built into scaffold systems in accordance with EM 385-1-1 Appendix J are required for work platforms greater than 20 feet in height. Contractor must ensure that employees that are qualified perform scaffold erection. Do not use scaffold without the capability of supporting at least four times the maximum intended load or without appropriate fall protection as delineated in the accepted fall protection plan. Minimum platform size will be based on the platform not being greater in height than three times the dimension of the smallest width dimension for rolling scaffold. Some Baker type scaffolding has been found not to meet these requirements. Stationary scaffolds must be attached to structural building components to safeguard against tipping forward or backward. Special care must be given to ensure scaffold systems are not overloaded. Outrigger brackets used to extend scaffold platforms on self supported scaffold systems for the storage of material is prohibited. The first tie-in must be at the height equal to four times the width of the smallest dimension of the scaffold base.

3.4 EXCAVATIONS

The competent person for excavation performed as a result of contract work must be on-site when work is being performed in excavation, and shall inspect excavations prior to entry by workers. The competent person must evaluated for all hazards, including atmospheric, that may be associated with the work, and must have the resources necessary to correct hazards promptly. Prior to digging the appropriate digging permit must be obtained.

All underground utilities in the work area must be positively identified by a utility locating service and coordinated with Station Utility Departments. The Contractor must physically verify underground utility locations by hand digging using wood or fiberglass handled tools when any adjacent construction work is expected to come within three feet if parallel within 5 feet of the excavation. Trench and shoring systems must be identified in the accepted safety plan and activity hazard analysis.

Extreme care must be used when excavating near direct burial electric underground cables. Trenching machines with digging chain drives must be operated only when the spotters/laborers are in plain view of the operator.

Operator and spotters/laborers must be provided training on the hazards of the digging chain drives with emphasis on the distance that needs to be maintained when the digging chain is operating. Documentation of the training must be kept on file in the project site office or trailer.

3.5 ELECTRICAL

3.5.1 Portable Extension Cords

Portable extension cords to be sized in accordance with manufacturer ratings for the tool to be powered.

3.6 CRYSTALLINE SILICA

Grinding, abrasive blasting, and foundry operations of construction materials containing crystalline silica, must comply with OSHA regulations, such as 29 CFR 1910.94, and EM 385-1-1, (Appendix C). The Contractor is to

SECTION 01 35 29 Page 5 develop and implement effective exposure control and elimination procedures to include dust control systems, engineering controls, and establishment of work area boundaries, as well as medical surveillance, training, air monitoring, and personal protective equipment.

3.7 HOUSEKEEPING

3.7.1 Clean-up

All debris in work areas must be cleaned up daily or more frequently as necessary. Construction debris may be temporarily located in an approved location, however garbage accumulation must be removed each day.

3.7.2 Dust Control

In addition to the dust control measures required elsewhere in the contract documents dry cutting of brick or masonry is prohibited. Wet cutting must address control of water run off.

SECTION 01 35 29 Page 6

SECTION 01 35 29 Page 7

SECTION 01 50 00

TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

08/09

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 241 (2013; Errata…